Composite concrete slab and steel joist construction

Static structures (e.g. – buildings) – Cast in situ concrete barrier with laterally projecting... – Shear-resisting means between sustainer and barrier

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Details

52335, 52694, E04B 516, E04C 320

Patent

active

040569080

ABSTRACT:
A composite action open-web steel joist, supporting beams and girders, and reinforced concrete slab interconnection. Upper apex portions of the steel joist webbing protrude through the upper chord members of the joist, and through apertures provided in the sheet metal formwork placed over such joists prior to the pouring of the concrete slab. The improvement relates to a continuous round rod secured near the apex of each projecting web member parallel to the longitudinal axis of the joist and a reinforcing wire mesh draped between said rods, thus permitting greater spacing between said joists, whereby said protruding apex portions, said rods and said draped wire mesh will be encased within the slab to act as shear interconnection and reinforcement devices therein, to secure the joist and formwork together, to enhance the locking of the concrete slab to the protruding joist apex portions, and to the supporting beams through the joist end connection welded to the beam or girder, and to reinforce said concrete slab. This improvement makes optional the use of wedge members forced between such protruding joist apex portions.

REFERENCES:
patent: 1434915 (1922-11-01), Scholfield
patent: 1804132 (1931-05-01), Tashjian
patent: 1828078 (1931-10-01), Sealey
patent: 1898736 (1933-02-01), Melvin
patent: 2477394 (1949-07-01), Spiker
patent: 3094813 (1963-06-01), Saxe
patent: 3307304 (1967-03-01), Klausner
patent: 3362121 (1968-01-01), Weber
patent: 3527007 (1970-09-01), McManus
patent: 3683580 (1972-08-01), McManus
patent: 3728835 (1973-04-01), McManus

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